1 |
Kwon, O.S. and Kim, E.S. (2010), "Evaluation of building period formulas for seismic design", Earthq. Eng. Struct. D., 39, 1569-1583.
DOI
|
2 |
Michel, C., Gueguen, P., Lestuzzi, P. and Bard, Y. (2010), "Comparison between seismic vulnerability models and experimental dynamic properties of existing buildings in France", Bull. Earthq. Eng., 8(6), 1295-1307.
DOI
|
3 |
Navarro, M., Vidal, F., Enomoto, T., Alcala, F.J., Garcia-Jerez, A., Sanchez, F.J. and Abeki, N. (2007), " Analysis of the weightiness of site effects on reinforced concrete (RC) building seismic behaviour: the Adra town example (SE Spain)", Earthq. Eng. Struct. D., 36(10), 1363-1383.
DOI
|
4 |
Nyrko, M.H., Morie, D., Draganic H. and Nyarko, E.K. (2012), "New direction based (Fundamental) periods of RC frames using Genetic Algorithms", Proceedings of the 15th World Conference On Earthquake Engineering, Lisboa.
|
5 |
Oliveria, C.S. and Navarro, M. (2010), "Fundamental period of vibration of RC buildings in Portugal in-situ experimental and numerical techniques", Bull Earthq. Eng., 8, 609- 642.
DOI
|
6 |
Panzera, F., Lombardo, G. and Muzzetta, I. (2013), "Evaluation of building dynamic properties through in situ experimental techniques and 1D modeling: The example of Catania, Italy", Phys. Chem. Earth, 63, 136-146.
DOI
|
7 |
Salama, M.I. (2014), "Estimation of period of vibration for concrete moment-resisting frame buildings", HBRC Journal, http://dx.doi.org/10.1016/j.hbrcj.2014.01.006.
DOI
|
8 |
Shan, J., Shi, W. and Wang, J. (2013), "Regional study on structural dynamic property of buildings in China", Earthq. Eng. Struct. D., 42, 1013-1029.
DOI
|
9 |
STAAD Pro-V8i -Structural analyses and designing software by Bentley.
|
10 |
Vance, V.L. (1995), "Effects of architectural walls on building response and performance", The John A. Blume Earthquake Eng. Center, Stanford University, 5, 8-24.
|
11 |
Gong, M., Sun, J. and Xue, L. (2011), "Empirical formula of fundamental period for steel structure based on seismic response record", Proceedings of the International Conference on Civil Engineering (ICETCE), Lushan, China.
|
12 |
Verderame, G.M., Iervolino, I. and Manfredi, G. (2009), "Elastic period of existing RC-MRF buildings", Eurocode 8 Perspectives from Indian Standpoint Workshop, Napoli, Italy, 79-94.
|
13 |
Amanat, K.M. and Hoqueb, E. (2006), "A rational for determining the natural period of RC building frames having infill", Eng. Struct., 28, 495-502.
DOI
|
14 |
Anil, O. and Altin, S. (2007), "An experimental study on reinforced concrete partially in filled frames", Eng. Struct., 29(3), 449-460.
DOI
|
15 |
Applied Technological Council (1978), Tentative Provisions For The Development of Seismic Regulation For Buildings, Rep. No ATC3-06, Applied Technological Council, Paolo Alto, California.
|
16 |
Crowley, H. and Pinho, R. (2006), "Simplified equations for estimating the period of vibration of existing buildings", Proceedings of the 1st European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland.
|
17 |
Gallipoli, M.R., Mucciarelli, M. and Gosar, A. (2010), "Empirical estimates of dynamic parameters on a large set of European buildings", Bull. Earthq. Eng., 8(3), 593-607.
DOI
|
18 |
Goel Rakesh, K. and Chopra Anil, K. (1997), "Period formulas for moment-resisting frame buildings", Struct. Eng. Div. - ASCE, 123, 1454-1461.
DOI
|
19 |
Hong, L.L. and Hwang, W.L. (2000), "Empirical formula for fundamental vibration periods of reinforced concrete buildings in Taiwan", Earthq. Eng. Struct. D., 9(3), 327-337.
|
20 |
Guler, K., Yuksel, E. and Kocak, A. (2008), "Estimation of the fundamental vibration period of existing RC buildings in Turkey utilizing ambient vibration records", J. Earthq. Eng., 12(2), 140-150.
DOI
|
21 |
Ingle, R.K. (1997), "Time period of elevated water tower", Indian Concrete J., 71, 497.
|
22 |
IS-875-1987 Part-1, 2 "Indian Standard Code Of Practice For Structural Safety Loadings" Bureau of Indian Standards, New Delhi.
|
23 |
IS 1893(Part1): (2016), Indian Standard Criteria for Earthquake Resistant Design Of Structures-Part-1, General Provisions and Buildings, Bureau of Indian Standards, New Delhi.
|